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870 NE 92 St (8)I nspection Number: INSP-8407 Inspection Date: 02/01/2006 Inspector: Desharnis, George Owner: PORTNER, TINA Job Address: 870 92 Street Project: <NONE> Tuesday, January 31, 2006 Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Inspection Worksheet Miami Shores Village 10050 . 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2005 -1117 Permit Type: Imp Inspection Ty Work Classification: Window /Doo Block: Phone Number Lot: Parcel Number 1132060050140 Page 2 of 2 Passed Inspector Comments Pet SS -0- d roe' . 14.1 deo t 't Ze. e.-r 04 L. o u S tie. .2 _O_6.4 ,•-• Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP-8407 Inspection Date: 02/01/2006 Inspector: Desharnis, George Owner: PORTNER, TINA Job Address: 870 92 Street Project: <NONE> Tuesday, January 31, 2006 Miami Shores Village, FL Contractor: THE HOME DEPOT Building Department Comments Inspection Worksheet Miami Shores Village 10050 . 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2005 -1117 Permit Type: Imp Inspection Ty Work Classification: Window /Doo Block: Phone Number Lot: Parcel Number 1132060050140 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/29/2005 Applicant: TINA PORTNER Owner: PORTNER TINA JOB ADDRESS: 870 NE 92 ST Contractor THE HOME DEPOT Local Phone: Parcel # 1132060050140 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1117 Contractor's Address: Page 1 of 1 Legal Description: GOLDEN GATE PARK ADDN PB 6 -130 LOT 3 & E1/2 LOT 4 BLK 2 LOT SIZE Fees: Description Amount FEE2005 -11782 Building Fee $140.00 FEE2005 -11783 CCF $1.80 FEE2005 -11784 Training and Education Fee $0.60 FEE2005 -11785 Technology Fee $3.50 FEE2005 -11786 Scanning Fee $3.00 Total Fees: $148.90 Total Fees: $148.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/24/2006 Construction Value: $2,500.00 Work: CHANGEOUT IMPACT WINDOWS, NO SIZE CHANGE 52ot In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department .•If' F ;, it i JU � i i ?8J BUILDING . _ _. PERMIT APPLICATION FBC 2001 Permit Type (circle) Owner's Name (Fee Simple Titleholder) Owner's Address f l L City 41 G VIA ) 6 State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name - 7 ' e f-tc't22 c 0 Pl237 Phone # Contractor's Address c-4(j Ct A j 7 P c f 7 Cit C1 C'(O t? U f (i P /C State ,CC Zip 3 30 Qualifier rT i/1 i C CNY1 r Q 1 b c / p Architect/Engineer's Name (if applicable) k ik/- Architect/Engineer's Address City State Zip S Value of Work For this Permit J Square Footage Of Work: ('S S - Number of: Bays Stories Type of Work: DAddition DAlteration Describe Work: 0.1A_CtA / th.c t ) j p,� 1 ) 12 (1– LJ.0 -c ��DzJS f Minus Plans Check Fee $ ( . Electrical Plumbing Mechanical 3'' c) tint L • County Miami -Dade NO Families :New • c.0 /1 d Calculation -Misc Pe County Escrow Fee $ (- Education/Training Fee $ 0 • C=O Permit Fee $ Fee Totals $ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. )PO5 / 1 / 7 Master Permit No. Phone # Zip 33/3_ Phone # . ' Phone # Bedrooms Zip Roofing 3e) s, - 7 s 1. R Kepair/Replace /vc t3 Baths its * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /V U - – Notary $ Tech $ 3 • Scanning $ 3 • CO Code Enforcement $ Bond $ Struct. $ SEP 0 2 PAID t 4 .90 Radon $ S 0 Demolition (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / Mortgage Lender's Address City • State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.. - "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR . PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b -" proved an pection fee will be charged. Signature NOTARY PUBLIC: Sign: chc6/18/03 1,.)l 0 s er or Agent The foregoing instrument was acknowledged before me this J day of y , 20 U` by - l A PIV+ / , who is personally known to me or who has produced R at- As identification and who did take an oath. Print: 4 -/- 5 AL 1 C. or p RITA SALICCO MY COM MISSION U DD 176'1'4 i 117 "'. 11111'f' My Commission Expires: (- ►1 Velc`o Bonded Thru Budget Notary Services /` My Commission E (Certificate of Competency Holder) Contractor The foregoing instrument was acknowledged before me this U day of 20 :dMl/1i //MOO LV?6n() who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: - PA/-44-y. . Print: TUtaiMiiiatiAriftrkery nE FLORA 3 1 P. •Padron Commission #DD405616 Bonded Thru Atlantic Bonding Co., Inc. State Certificate or Registration No. C «)6 09-3 Certificate of Competency.No. *************************** ** * * * * * * * * * * * * * * * * * * * * * ** ** * * ** * * ** * * ** ** * * * * ** APPLICATION APPROVED BY: Plans Examiner Zoning • • 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. h, 32 6 00r. O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street /address: ()0 �tQ� C cX Pcf ti -fat) ( 4 3 4— c: (,f j 61k2_ 2. Description of improvement: a l\.0 _- Ct� L.f � i M p ti d- /k/D 3. Owner(s) name and address: Pd +' f AC r Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: - 7 1, Q (-t (-torn Q . . Oa Pal" 4 k) Shcf' e a 7 Q ,CCaBeii, DE 5. Surety: (Payment bond required by owner from contractor, if any) f fHfEREBY CE14 1FY the.1 this ' E co,�y of filo Name and address: o %!frlca inElis aka a7 --- is, of Amount of bond $ ! R► 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon who provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expira . n date of this differ /.. is sp6ci Signature of Print Owner's N Sworn to and subscribed before me this _L_�_ day of L ,�'; RITASNICCO Address: Notary Publi V v , * MY COMMISSION # DD 176221 my commission expires: 1 ) Print Notary's Name � TiA S ° ��• � °P Bonded Thru Budget Notary Services 1� ` 0 o 1 23.01.52 PACE 4 8 of Commencement: (the expiration date is 1 year from the date of recording unless a / ner r l4/4- £ 17/fl` A • ,2o05. Prepared by ,e s„14,3 111111111111111111111111111111111111111111111 c :FN 200550815623 DR Bk 23642 Ps 4452; Ups) RECORDED 08/04/2005 10 :39 :14 HARVEY RUVIH? CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST PAGE 92 Sf - otices or other documents may be served as /33/40/ --) �' c -r Write • (i3ZZ Witt di :274106os - tom, raai'rvf € . . a 1 , TO/I0 BOVd 7,1 0!• 914 0 11 -1 9',L 11-1. 8105' 91$16 97e9M-6 g,,oZ ? ;at . `late‘so { 99 r., 41510s 3 hQ QBgOre :2r1 . y 250 t Ali• coo in 9a lo -} Q 1 73INVC VISUE6084 5002/a/L0 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: $/0 /V� /Zs Permit No. D5— ill 7 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes/No Yes/No llIUmInUi11 HAshdoi w, Q O /z4 O 1 ( +)PSF ( -)PSF t7o •O — /o ( +) PSF ( -) PSF 59' /y x 59 6 / N Y ,, 02-0,2:+01 t 76•0 5 5 N N y v MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Traco Security Windows & Doors 5100 NW 72" Ave. Miami, F133166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product .Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke:this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "140 (242 - 542)" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. "02 -0175, titled "140 Alumintm Horizontal Sliding Window Large Missile ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/11/02 with revision on 8/27/02, signed and sealed by Kelvyn A. Whitfield, P.E., .bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and . approval datebythe Miami -Dade County Product Control Division. • MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at site at the request of the Building Official. This NOA consists of this page 1. as well as Approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0124.01 Expiration Date: October ..17, 2007 Approval Date: October 17, 2002 - Pagel DESIGN PRESSURE RATING WITH 5 \16' LAMINATED GLASS 1/8' H.S. ,090 INNER LAYER SAFLEX /KEEPSAFE 1/8' H,S. GLASS POSITIVE WINDOW WIDTH 3 MAX. 0 TOP /BOTT. NEGATIVE 1 17' IAULUAX OF MEETING RAILS --j DESIGN PRESSURE RATING WITH B" ENO I I SAF -GLASS 3/16' ANN, GLASS ( t 1 I 1 1 x $ 0 0 x 0 } 17• AT Jf 1 tr Ii =1 + - . 1- 13. 1/2 1i;11(. C.C. -- 32 7/8" nt non 1 ---- 32 3/4" -- nt non I I --- 32 7/13"-= MI non �--- L 6 • EN DESIGN PRESSURE RATING WITH 5 \16' LAMINATED GLASS 1/8' H.S. ,090 INNER LAYER SAFLEX /KEEPSAFE 1/8' H,S. GLASS POSITIVE 70,0 PSF NEGATIVE 70,0 PSF DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' ANN. .100 INNER LAYER SAF -GLASS 3/16' ANN, GLASS POSITIVE 70.0 PSF NEGATIVE 70.0 PSF S'ilA71HQ OETAII O470 ' CLA_T$ AROE jams GLAZING QFTAIL A 140 CLASS IARCE MISSILE FTI 3217 MAX. FROM S AT HAED /SILL AX. C.C. NBS MAX. FROM DS AT JAMBS 3/f C 14.5. CLASS 0.100 POIt11 W - QA53 0Y SECURITY MPACT Q. 3/18' H.S. (11AS2 1199 OR 999 SEJCONC EXTERIOR 1/e' H.S. OASS 0,090 WNOl IYr MC .N.UNINIUM I/O' HS CUM 1190 OR 995 DCTERIOR 0.100 INNER SAF -C1AS1 BY SECURITY IMPACT 0. 1 /e' H.5. Cl/SS 1/8' N.S. CLASS 1109 OR 995 =CONE EXTERIOR GLA2IHO QETAIL 0.123' CI ASSJARCF MISSII F Ffl 2t7 DESIGN PRESSURE RATING WI , 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' H.S. GLASS POSITIVE NEGATIVE 100.0 PSF 90.0 PSF WITH 1 679 HI •H C t 1 DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' H.S. GLASS Wm1 4.850 HIGH 5111 KELVYN A. WHITFIELD MECHANICAL ENGINEER 1000 14.a 118 9T- E100 n 33101 T10_ (300) 009 - 1030 TAI. (3o0) 090 -90714 ;.: a Ina 5100 N.W. 72 ND. AVENUE NWtI 11.0RIOA 33105 PHONEt (305) 691 -0500 SERIES: 140 ALIIHD(1JIC 100FQZ0NT 612DQta 11"12M01F LARGE MISSILE SOLI x0.1 02 -0178 DTC. NO.: 02 - 0176 DATE: 02/1.1/02 SCALE: N.T.S. DWG. BY: D.AC SHEET 1 OF 6 REVISIONS DESCRIPTION X0. 2 A tpnrwl.lm o+ Florida Dew 0 2 MOM M1ud 0.d' tod set C Try DATR 6/29/2 0/21/2 u PER DAM COLT/ITT RDO AS P02 OADR COORS? RDa KELVYN A. WHITFIELD MECH. ENGINEER. FA. PE # 24140 e# 770t iff4 g 1" X WOOD BUCK VERTICAL CROSS SECTION z 1/4 " =2 3/4" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. 1/4"x 2 1/2" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS, KELVYN A. WHITFIELD MECHANICAL ENGINEER 1000 N.E 110 re- H1AY1 FL 91161 77:L (SOO) 050-1230 TAX (305) 096 -5970 V1 X Windom & Dom+, Ina. 5100 N.W. 72 N0. AVENUE MIAMI FLORIDA 33106 PHONE: (300) 691 -622o SERIES: 140 ALUICOW HORIZONTAL SLIDING WINDOW LARGE MISSILE JOB NO.: 02-0175 DWG. N0: 02 -0176 DATE: 02/11/02 SCALE: N.T.S. DWG. HY: D./4 SHEET 2 OF 5 REVISIONS DESCRIPTION NO. 2 DA78 6/26/2 6/27/2 A . PER DJDB cocNry RRQ. AS PER DARE cOGNS7 EEQ KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 a z7 (G ? Apr...d r w rh ' W ►1..4d+ 3Oi D.44 nOM •yIInrsRn M1•ml D•d. rod.tt Crane( D.L.O. r' 32 ----1 MAX WINDOW WIDTH EXTERIOR HORIZONTAL CROSS SECTION KELVYN A. WHITFIELD MECHANICAL ENGINEER 1001 113 118 67- 10110 11. 0961 TLL (306) 859 -1230 TAX. (000) 895 -9978 beaQt17 Wmeon t Dom", Ina. 5100 H.W. . 72 H0. AVENUE HLWI FLORIDA 33156 PHONE: (305) 591 -8990 SERIES: 140 ALUMINUM HORIZONTAL SLIDING RLNDOTT LARGE WISSILE JOB NO,: 02-0175 DWC. NO.: 02 -0175 DATE: 02/11/02 SCALE: N.T.S. DWG. HY: D.M SHEET 3 OF 5 REVISIONS DESCRIPTION -2 1/2' TAPCONS WITH A 4' MIN. EMBEDMENT INTO CONC. =LEVATIONS FOR SPACINGS. X WOOD BUCK 1/4' MAX. SHIM SPACE INTERIOR VENT WIDTH VENT WIDTH D.L.O. 1/4* MAX. SHIM SPACE 1/4 -2 1/2' TAPCONS WITH A 1 1/4 MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. .. • ! 1 1' X WOOD BUCK I }�F 1.266 I I KELVYN A. WHITFIELD MECHANICAL ENGINEER 1000 Na 116 er— Mara iL 32011l -t0 'r (305) oou c TAX. (305) a06 —sq75 2,816 2.962 iT 1.075 $ • .185 -+-- 1.802 —0 3,679 2816 0 2 y . PHONEI 5100 N.W. 71 ND. AVENUE NE: (305) 501-8990 759 - 2.911 0.127 0,063TYP 1.138 0,063 l 1 1 2.404 } I 2.816 0.422(2) 0.070 050 -739) SERIES: 9: 140 ALUIS HORIZONTAL 811DINC 'WINDOW LARGE MISSILE SIII TRACK INSERT(SEG - 0.079 FRAME 1,772 ,ME 2.848 JAMB (SEG 050 -572) JOD 0E - 0190 NO.; 0,444 oxa xo.: o -oi • 2.658 HEAD(SEG 050 -757) SILL(SEG 050 -737) DATE: 02/11/02 MAIN FRAME SCALE: N.T.S. DWG. BY: D.1( SHEET 4 OF 5 REVISIONS DESCRIPTION N0. DATE 1,709 —•-•• !► — 0.079 1 6/28/2 L! PIA DADE COUMT fiEq 2 6/27/2 L1 PER DADO COVOTT Mg KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 51Z7(0Z 0.984 0.966 0.277 --.-- 3.311 2.161 G 0.101 1.886 2.286 } 1.585 I 76 1i 1.350 Ap9".n.d - aomptylni 19 the r a.+ere 4 106 4 050 -7 it) } I SILL . ADAPTER (SEG 050 -738) 0.844 H ADAPTER($EG NOM mu. .n C«ad BY 0,791 Sill WINDI OAD ADAPTER (SEG 050 -740) 8I DESCRIPTION 'TAME HEAD 3LAZING 80. SASH .TOP k BOTTOM RAIL WAIN FRAME SILL SILL' ADAPTER SILL:TRACK INSERT S1LLF,WI■10L0AD ADAPTER • FRAMEIJAM8 JAM 'ADAPTER • SASH'S1OE RAIL SASH MEETING RAIL FIXED'•MEET1NC RAIL FLAT BAR . WHEEL HOUSING WHEEL 00WEL PIN ''SIR1PPINC (at 9 a3h 8 & T roa) SWEEP LATCH W'STRIPPINC SCREW O MEETING RAILS WEEP. COVERS FRAME ASSEMBLY SCREW MEETING RAIL ASSEMBLY SCREW SASH ASSEMBLY. SCREW SWEEP; LATCH SCREW WINOLOAD ADAPTER SCREW SEAM SEALER(at troths, at faith) S111COt(E,SMAN (at txd., at 9aeh) LI OF MATERIALS PLATT NUM. ALLOY/TEMP 050 -757 050 -759 050 -570 050 - 737 050 -738: 050 -739: 050 -740. 050 -572• 050 -741 051 -742 051 -571 051 -573 0 00 -004 014 -005 014 -044 017 -041 017 -014 007 -018 047 - 014 000 -000 FIN -SEAL 014 -063 012. -635 012 -130. 012 - 835 012 -830 000 -000 024 -019 024 -042 046 -014 046 - 103 014 -049 6063 -T5 6063 -T5 6083 -T5 6'063 - T5 6063 -T5 6063 -T5 8083 -T5 6063 -T5 6063 -T5 8083 -T5 8083 -T5 8063 -T5 .750 DIA, F1N- SL.',L STMNLES STEEL STAKES STEEL YSIP.,8U1.0 Hm COMMENTS SEC -757 MILL FINISH SEC -749 MILL FINISH SEC -570 MILL FINISH SEC -737 MILL FINISH SEC -738 MILL FINISH SEC -739 MILL FINISH 050 - 740 MILL FINISH SEC -572 MILL FINISH SEG -741 MILL FINISH SEC -742 MILL FINISH SEC -571 MILL FINISH SEC -573 MILL FINISH 3/16' X 1' NAT, ACETAL .150 DIA. X .550, BRASS .360 X .187 BACK WHITE .360 X .187 BACK 110 X 2.000,PhPH SMS f8 X 1.000,PhPH SMS f10 X 1.000,PhPH SMS I 8 X 1.000,PhPH SMS 18 X .750, PhPH SMS, SS 4 PER CtP SWE AS 24STA 50865 SM 5504. DOW 1199 OR 995 WV- 31 34,8KL. KV5848 SANTOPRENE .150, SJ -5306, CLR TJPCON.SEE DFY. FOR SPEC. IC4C H .032 1104, x 4.6 s+{I. OREM IJETAL SASH MEETING RAIL (SEG_051 -571) 0.044 0.839 0.056 GAZING BEAD (SEG 050 - 759) 2.953 1.969 ��--- - 0.088 U1 T 2.109 1.501 { 0.070TYP, G L [- 1.091 MFFTING RAIL (SEG 051 - 573) 1.147 1.054 1,335 T 0.927 2.320 0.088 SASH SIDE RAIL(SEG 051 -742) 0.722 —1.0541.608 4 1.608 f 0,088 11.05 0.070TYP, -H 0.844 SASH TOP & BOTTOM RAIL(5EG 050 -570) KELVYN A. WHITFIELD MECHANICAL ENGINEER 1000 81 114 47- taA10 TL 83fe1 TEL (300) 808 - 190 nu. (30a) 896 -997E .9, /a-1. r Ilcouzity Wiadan d9 Dori, be. 3100 H.W. 72 N0. AVENUE 111A11 FLORIDA 33180 PHONE: (303) 691 -8090 SERIES: •140 ALU1 00UY HOMO/4M SLIDING WINDOT LARGE MISSILE JOn NO.: 02 -0176 DIM NO.: 02 -0176 DATE: 02/11/08 SCALE: N.T.S. DWFC. HY: D.Id SHEET 8 OF 0 REVISIONS DESCRIPTION 1N0. DATE AS PER DADE 03U111T 11241 AS PER DADE COUIRT 2x0. 1 6/28/2 2 0/27/2 KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24149 A prIdIdtd td compI 4 8 .it! DJ b C NOM Mbeel p.d. Ptod.1 Good =in OtAO CISXET ( F7f0, YT SETTINC'BLOCK 3UMPON SPACER 1/4' 2 3/4' & 2 1/2' SILL RISER • Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date_ Q Type Insp'n `7' /iv a,/ I y 4 1 f �'U' ,4A/ bow-_ Permit No. P&P OS-- ? o Name �CL— Address 8" 0 NE E 6 1 Company `e Phone # 3�/5 Igeol' a R BUILDING Permit No. `D P(';5-2 ?' PERMIT APPLICATION FBC 2001 Permit Type (circle): Building> Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ] (Z' I J Ja, (! ik_)GrA Phone # - S Owner's Address S' ( 7 c ± City (i t o ; f k 5 State Tenant/Lessee Name $ Value of Work For this Permit % � 3 Miami Shores Village Building Department Ft Master Permit No. Zip Phone # 33(3 Job Address (where the work is being done) g°7& ME. c y' ` F City Miami Shores Village County Miami -Dade Zip 33168 Is Building Historically Designated YES NO Contractor's Company Name -- it ({S :71) P l Phone # Contractor's Address `r L / 56 N. 5f. K ) . , , 4 { . 7 City (c c L. )- t! r z e [... State F1 Zip -5 3 0 (c Qualifier Architect/Engineer's Name (if applicable) N/A Phone # Architect/Engineer's Address City State Zip Square Footage Of Work: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Number of: Bays Stories Families Bedr oms Baths Type of Work: ['Addition ['Alteration ❑New X. Repair/Replace ❑ Demolition Describe Work: ttt l ( T l 6CX P 3 z.--At p6-C f kt)), evi f,z_S 4,10 3t * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fee Calculati n- ' P * * * * * * * * * * * * * * * * * * * * * * * * * * * --1� �� 1 County Escrow Fee $ l LI 6 Permit Fee $ , 0 Notary $ 10 EducationlTraining Fee $ d 1 Tech $ ? , ! 5 Scanning $ / J ` Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ 1JL-' Fee Totals $ (Continued on opposite side) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Iv / Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning.: - "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not ' s',prove reinspection fee will be charged. Signature O/ier or Agent Contractor The foregoing instrument was acknowledged before me this 1 V The foregoing instrument was acknowledged before me this i' 3 day of 2X0.9-111bfX, ...? ',7 ,L - day of e- Citt tV" 194-f D" ■ ,.ic, Me:..04x.n who is personally known to me or who has produced as identification and who did take an oath. It$IIIU,I/ who ispersonally known to me or who has prO # As identification arl�vho��at�� NOTARY PUBLIC: 3* N # NOTARY PUBLIC: Sign: i ri Z ' AMtln rno 8 • F Sign: .It My Commission Expires: -� s r�i�� � My Commission col loa (Certificate of Competency Holder) State Certificate or Registration No. L GC 1 5 0 (0 01 Certificate of Competency.No. ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc6/18/03 Signatur -4. p Bonded Thru Notary Rublic Undoranters JAN 1125 Plans Examiner Zoning Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2005 -28 Printed: 1/24/2005 Applicant: TINA PORTNER Owner: PORTNER TINA JOB ADDRESS: 870 NE 92 ST Contractor Local Phone: Parcel # 1132060050140 Contractor's Address: Legal Description: GOLDEN GATE PARK ADDN PB 6 - 130 LOT 3 & E1/2 LOT 4 BLK 2 LOT SIZE Fees: Description Amount FEE2005 -855 Building Fee $150.00 FEE2005 -856 CCF $2.40 FEE2005 -857 Training and Education Fee $0.80 FEE2005 -858 Technology Fee $3.75 FEE2005 -859 Scanning Fee $15.00 FEE2005 -860 Submittal Fee ($50.00) Total Fees: $121.95 Total Fees: $121.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/6/2005 Construction Value: $3,937.00 Work: CHANGE OUT 2 DOORS AND 3 IMPACT WINDOWS Signed: (INSPECTOR) Page 1 of 1 'JAN 2 4 pm) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: I 74" X 50 5/8" HORIZONTAL SLIDING MEETS EGRESS REQUIREMENTS A 74" X 50 5/8" 32" X 80" SINGLE DOOR REPLACE 2 ENTRY DOORS & WINDOWS IN 3 OPENINGS ONLY ALL NEW DOORS & WINDOWS TO BE IMPACT RESISTANT - NO HURRICANE PANELS REQUIRED 74" X 62 7/8" SINGLE HUNG SINGLE HUNG WITH MULL BAR ,WITH MULL BAR B C H 30" X 80" SINGLE DOOR REPLACE EXISTING WINDOWS AS DESIGNATED WITH NEW METRO -DADE APPROVED LARGE & SMALL MISSLE IMPACT RESISTANT SINGLE HUNG WINDOWS REPLACE EXISTING DOORS AS DESIGNATED WITH NEW METRO -DADE APPROVED STEEL ENTRY DOORS NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL WINDOW FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" OR 1/4" DIAMETER "TAPCON" SCREWS WITH MINIMUM 1 1/4" EMBEDMENT INTO CONCRETE PER WINDOW MANUFACTURERS PRODUCT APPROVAL ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" DIAMETER "TAPCON" SCREWS WITH MINIMUM 1 1/4" EMBEDMENT INTO CONCRETE PER DOOR MANUFACTURERS PRODUCT APPROVALS. OPENINGS WITHOUT LETTER DESIGNATIONS ARE NOT TO BE REPLACED AT THIS TIME. SEE PRODUCT APPROVAL REVIEW FORM ON NEXT PAGE FOR SPECIFIC OPENING AND DESIGN WIND PRESSURES RESIDENCE WAS CONSTRUCTED BEFORE SEPT. 1, 1994. MEAN ROOF HEIGHT = 11' PORTNER RESIDENCE 870 N.W. 92ND STREET MIAMI SHORES, FLORIDA PRODUCT APPROVAL REVIEW FORM JOB NAME : JOB ADDRESS : LOT BLOCK SUB - DIVISION Portner Residence 870 NW 92 St., Miami Shores 3 &4 2 Golden Gate Park Addn PB 6- 130 MEAN ROOF HEIGHT 15 FT. FOLIO #: 11- 3206 - 005 -0140 OPENING DESIGNATION PRODUCT APPROVAL ACCEPTANCE NUMBER (NOA) WIND ZONE PRESS. RATING REQD. FOR SPECIFIC OPENING PRODUCT APPROVAL DESIGN PRESS. RATING SHUTTERS REQUIRED COMMENTS (INT. (4) OR END (5)) MARK WDTH " HGHT " AREA ( +) P.S.F. ( -) P.S.F. ( +) P.S.F. ( -) P.S.F. (Y / N) A 74 X 50 5/8 27 SF 02- 0124.01 5 44.4 -58.0 70.0 -70.0 NO B 74 X 50 5/8 27 SF 02- 1120.03 4 44.4 -48.3 62.0 -62.0 NO Double 37 x 50 5/8 01- 1218.01 130.0 -130.0 1 x 4 Mull Bar C 74 X 62 7/8 33 SF 02- 1120.03 4 44.4 -48.3 62.0 -62.0 NO Double 37 x 62 7/8 01- 1218.01 82.0 -82.0 1 x 4 Mull Bar D 33 1/2 X 81 19 SF 02- 1211.18 5 46.5 -62.2 66.7 -70.0 NO E 31 1/2 X 81 18 SF 02- 1211.18 5 46.5 -62.2 66.7 -70.0 NO MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Traco Security Windows & Doors 5100 NW 72 Ave. Miami, Fl 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "140 (242 -542)" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. 02 -0175, titled "140 Aluminum Horizontal Sliding Window Large Missile ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/11/02 with revision on 8/27/02, signed and sealed by Kelvyn A. Whitfield, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0124.01 Expiration Date: October 17, 2007 Approval Date: October 17, 2002 Page 1 GI A7ING OATAII 0.470' GLAD LARGE JAMIE E FTL 3901 13. 1/2' MAX. C.C. 32 7/8' D.L OPC. J9 A7ING !MAIL 0.340 GI ASS 1 ARGE MISILE FTL 3917 r MAX. FROM ENDS AT HAED /SILL 17' MAX. C.C. AT JAMBS 6' MAX. FROM ENDS AT JAMBS G A71NG DFTAIL n 1175' GI ASS LARGF MISSII F FI_3217 DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' H.S. GLASS POSITIVE NEGATIVE 100.0 PSF 90.0 PSF WITH 3.674 HIGH SILL DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' H.S. .100 INNER LAYER SAF -GLASS 3/16' H.S. GLASS POSITIVE NEGATIVE 100.0 PSF 100.0 PSF WITH 4.650 HJrH 5111 DESIGN PRESSURE RATING WITH 5 \16' LAMINATED GLASS 1/8' H.S. .090 INNER LAYER SAFLEX /KEEPSAFE 1/8' H.S. GLASS POSITIVE NEGATIVE 70.0 PSF 70.0 PSF DESIGN PRESSURE RATING WITH 7 \16' LAMINATED GLASS 3/16' ANN. .100 INNER LAYER SAF -GLASS 3/16' ANN, GLASS POSITIVE NEGATIVE 70.0 PSF 70.0 PSF KELVYN A. WHITFIELD MECHANICAL ENGINEER 1002 2.3 116 9?— VIM PL 33161 TEL (300) 669 -1230 VAS (306) 696 -9970 ® b6. 5100 N.W. 72 ND. AVENUE MIAMI FLORIDA 33166 PHONE: (305) 591 -6990 SHIM 140 ALUMINUM HORIZONTAL SLING WINDON LARGE MISSILE 10B NO.: 02 -0176 DWG. NO.: 02 -0176 DATE: 02/11/02 SCALE: N.T.S. DWG. BY: D.M SHEET 1 OF 6 REVISIONS DESCRIPTION N0. 2 DATE 6/2.8/2 5/27/2 AS Pty DADS COUNTY REQ. AS PM DADE CO@ITE REQ. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # , 24140 8/Z7 /oZ AOpio.U6 ma r arblg"MSdie ttOAS n.S•TVZ MYwlWe Taadet ^ 9Y VERTICAL CROSS SECTION 1/4 " -2 3/4" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. 1 X WOOD BUCK 1 /4 "x 2 1/2" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONCRETE SEE ELEVATIONS FOR SPACINGS. KELVYN A. WHITFIELD MECHANICAL ENGINEER 1008 33 11e 60- 10110 Fl. 231e1 T!1 (506) 652 -1890 FAX. (906) 626 -2276 ITERROD Smudgy Wisdom & D62" btu 5100 N.W. 72 ND. AVENUE MIAMI FLORIDA 33166 PHONE (305) 591 -9960 SERIES: 140 ALLIMINUY HORIZONTAL SLIDING IRNDOT LARGE MISSILE 203 NO.: 02 -0175 DWG. NO.: 02 -0175 DATE: 02/11/02 SCALE: N.T.S. DWG. BY: D.M SHEET 2 OF 5 REVISIONS DESCRIPTION NO. 1 2 DATE 6/28/2 8/27/2 AS PER DADE 0602?! SM. AS PER DADE COUM7 Tom. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 S` zlly ? Norldo osle /0 IOA/ 60as1 Dd. 07 1/4"-2 1/2" TAPCONS WITH A 1 1/4 MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. • 1/4' MAM. SHIM SPACE INTERI ❑R VENT WIDTH EXTERI ❑R HORIZONTAL CROSS SECTION VENT WIDTH 1/4" MAX. SHIM SPACE 1/4"-2 1/2" TAPCONS WITH A 1 1/4" MIN. EMBEDMENT INTO CONC. SEE ELEVATIONS FOR SPACINGS. 1 X WOOD BUCK KELVYN A. WHITFIELD MECHANICAL ENGINEER 100E 22 118 87— 11&10 IL 88181 TsL (805) 659 -100 TAX. (805) 895 -9978 Irman 5100 N.W. 72 NO. AVENUE MAW FLORIDA 33158 PHONE (305) 591 -8990 SERIES: 140 ALUMINUM HORIZONTAL SLIDING WINDOW LARGE MISSILE 2013 NO.: 02 - 0175 DWG. NO.: 02 -0176 DATE: 02/11/02 SCALE: N.T.S. DWG. BY: D.M SHEET 3 OF 5 REVISIONS DESCRIPTION N0. 2 DAIS 6/58/2 0/27/2 IS PER DADS 070017 REQ AS PIS DARE COWRY IIEQ. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 2 140 g 27 /oj d(- Approved o em phyydst the Eva pm • o IF) 02 NOm 6.16 Mud Dade Traders Cisme I I KELVYN A. WHITFIELD MECHANICAL ENGINEER Nom 11.1 'Tin 11.1 iie 0690 FL as�u - (s06) oe) 889-11130 7 (805) 895 -9870 2.816 --�{ I 1.266 I 2.962 2.911 0 .127 4.185 n 4 3,679 2.816 0 289 0.063TYP. 0,070 0 00oul4VY " on& f O.7S9 L L 5100 N.W. 72 ND. AVENUE wN: (35) FLORIDA 8- 89 PHONE: (305) 591 -8990 0,063TYP 1.138 4_* I (, 1.297 2.404 - �-�` - ( 1,5 8 - 7 rj I L 1 I 1,075 t �- -1.802 } 2.816 0.422(2) t 0.070 NERDS: 140 ALUMINUM HOREONTAL ELIDING WINDOW LARGE MISSILE --► 0.079 SILL. TRACK INSERT(SEG 050 - 7391 2.848 FRAME JAMB (SEG 1.772 JOB NO.: 02 -0175 050 -572) 0444 2.658 DWG. NO.: 02 -0175 DATE: 02/11/02 MAIN FRAME SILL(SEG 050 -737) FRAME HEAD(SEG 050 -757) SCALE: N.T.S. DWG. HY: D.M SHEET 4 OF 5 REVISIONS DESCRIPTION 0,277 N0. DEN 1 8/28/2 48 PIN DADS COUNTY REQ. -1.709 — 0.079 2 8/87/2 A8 PER DAVE COUNTY REQ. 0.966 - 0.984 — � 1.350 _ _�_ KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 24140 g /27 /OZ l 3.311 1 1 0.886— 2.161 G I 2,286 - I 2,296 j — L585 + 0.101 *myna 1. ebaptila WA ft Worlds • o r 0 0.1 �. I 0.791 I 844 JAMB ADAPTER(SEG 050 -741) Ma SOAP 0 ts•D' WY .►i .0. A' _— SILL ADAPTER (SEG 050 -738) SILL WINDLOAD ADAPTER (SEG 050 -740) ITEM# DESCRIPTION PART NUM. ALLOY/TEMP COMMENTS 1 FRAME HEAD 050 -757 6063 —T5 SEG -757 MILL FINISH 2 GLAZING BO. 050 -759 6063 —T5 SEG -749 MILL FINISH 3 SASH TOP & BOTTOM RAIL 050 -570 6063 —T5 SEG -570 MILL FINISH 4 MAIN FRAME SILL 050 -737 6063 —T5 SEG -737 MILL FINISH 5 SILL ADAPTER 050 -738 6063 —T5 SEG -738 MILL FINISH 6 SILL TRACK INSERT 050 -739 6063 —T5 SEG -739 MILL FINISH 7 SILL WINDLOAD ADAPTER 050 -740 6063 —T5 050 -740 MILL FINISH 8 FRAME JAMB 050 -572 6063 —T5 SEG -572 MILL FINISH 9 JAM ADAPTER 050 -741 6063 —T5 SEG -741 MILL FINISH 10 SASH SIDE RAIL 051 -742 6063 —T5 SEG -742 MILL FINISH 11 SASH MEETING RAIL 051 -571 6063 —T5 SEG -571 MILL FINISH 12 FIXED MEETING RAIL 051 -573 6063 —T5 SEG -573 MILL FINISH 13 FLAT BAR 050 -004 3/16' X 1" 14 WHEEL HOUSING 014 -005 - - -- 15 WHEEL 014 -044 .750 DIA. NAT. ACETAL 16 DOWEL PIN 015 -041 .150 0(4. X .550, BRASS 17 W'STRIPPING (at sash B & T rail) 041-010 FIN —SEAL .360 X .187 BACK 18 SWEEP LATCH 007 -016 WHITE 19 WSTRIPPING 047 -014 FIN —SEAL .360 X .187 BACK 20 SCREW 0 MEETING RAILS 000 -000 110 X 2.000,PhPH SMS 21 WEEP COVERS 014 -063 -- ---- 22 FRAME ASSEMBLY SCREW 012 -835 18 X 1.000,PhPH SMS 23 MEETING RAIL ASSEMBLY SCREW 012 -130 110 X 1.000,PhPH SMS 24 SASH ASSEMBLY SCREW 012 -835 + 8 X 1.000,PhPH SMS 25 SWEEP LATCH SCREW 012 -830 STAINLES STEEL 18 X .750, PhPH SMS, SS 26 WINDLOAD ADAPTER SCREW 000 -000 STAINLES STEEL 4 PER CUP S VE AS NSTA. SOUS 27 SEMI SEALER(at frame, at sash) 024 -019 SM 5504 28 SUCONE SEMANT(ot fxd., at 9336) 024-043 DOW 1199 OR 995 29 GLAZING BEAD GASKET ( FXD, Vf) 046 -014 W'SlP.,BULB VINYL WV- 3134,BKL. 30 SETTING BLOCK 046 -103 WV5848 SANTOPRENE 31 BUMPON SPACER 014 -049 .150, SJ -5306, CLR 32 1/4"— 2 3/4" & 2 1/2" - - -- TAPCONSEE ELM FOE SPEC. LENGTH 33 SILL RISER - - -- .032 DX x 4.6 SLIT. ME M IIEDL BILL OF MATERIALS 0.844 t 0.839 SASH MEETING RAIL (SEG 051 -571) 0.158 t G 'ZING BEAD (SEG 050 -759) �-.-- 0.088 MEETING RAIL (SEG 051 -573) F 0.056 1.054 1.335 0.927 2.320 0.088 SASH SIDE RAIL(SEG 051 -742) 0.722 t —a--1.6138 G088 1.054 0.844 0.070TYP, SASH TOP Sc BOTTOM RAIL(SEG 050 -570) KELVYN A. WHITFIELD MECHANICAL ENGINEER 100E NJ 110 6!- MINI PL 98101 TEL. (306) 669 -1230 TAX. (306) 696 -0070 ® IsamloWkdows &Mambo. 5100 N.W. 72 ND. AVENUE MIAMI FLORIDA 33166 PHONE: (305) 591 - 8990 SERIES: 140 ALUMINUM HORIZONTAL SLIDING WINDOW LARGE MISSILE JOB NO.: 02 - 0175 DWG. NO.: 02 -0176 DATE: 02/11/02 SCALE- N T S DWG. BY: D.M SHEET 5 OF 6 REVISIONS DESCRIPTION NO. 01111 6/26/2 a/v/2 AS PER DADS COUNTY 1E2 A3 PER DADE COUNTY MR. KELVYN A. WHITFIELD MECH. ENGINEER. FLA. PE # 2414 �tZ dt Apprar c glri.01112 6ie 01088 NOA 311.01 Product Comb* 37 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 N.W. 72 Avenue Miami, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested forr quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This•product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Coastal - 240" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. W99 -62, dated 01/13/03, titled "Coastal -240 Impact Single Hung Window ", sheets I through 3, prepared by Frank L. Bernardo, P.E. Consulting Engineer, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 99 1028.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 1120.03 Expiration Date: March 17, 2008 Approval Date: February 6, 2003 Page 1 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W99 -62, Sheets 1 through 3 of 3, titled "Coastal -240 Impact Single Hung Window ", prepared by Frank L. Bennardo, P.E., dated 01/13/03, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 • 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AAMA 1302.5 and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/99, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23/00, signed and sealed by William R. Monier, .P.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AAMA 1302.5 and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single . hung window, prepared by'Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. C. CALCULATIONS: 1. Anchor calculations, sheets 1 thru 13 of 13, prepared by A1- Farooq Corp. dated 8/27/99 and 2/24/2000, signed and sealed by Humayoun Farooq, P.E. 2.. Anchor calculations, sheets 1 thru 6 of 6, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated December 30, 2002, signed and sealed by Frank L. Bennardo, P.E. E -1 anuel Per Product Control E NOA No 02 -1 i .03 Expiration Date: March 17, 2008 Approval Date: February 6, 2003 TRACO Security Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 97- 0731.15 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 01/08/98, expiring on 01/08/01. 2. Notice of Acceptance No. 98- 0728.05 issued to Solutia, Inc. for "Saflex IIIG PVB Polyvinyl Butyral Interlayer" dated 08/27/98, expiring on 05/21/01. 3. Notice of Acceptance No. 96- 0924.06 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 12/11/97, expiring on 12/11/00 E. STATEMENTS: 1. Statement letter of conformance and re- certification, also notifying previous engineer his intent of taking over his previous work, complying with Section 61G15-27.001 of the Florida Administrative Code, signed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, November 14, 2002, signed and sealed by Frank L. Bennardo, P.E. 3. Letter requesting a revision consisting of an engineer change only and a renewal, dated 10/28/02, signed by Scott A. Kennedy. F. OTHER 1. Notice of Acceptance No. 99- 1028.06, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal -240" Aluminum Single Hung Window — Impact Resistant, approved on 03/17/00 and expiring on 03/17/03. E -2 Manuel Perez, Product Control Exa NOA No 02 -11 .03 Expiration Date: March 17, 2008 Approval Date: February 6, 2003 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 8/16' LAMINATED ANN. GLAS'Y VIDTH HEIGHT EXT. (4) INT. 1 -) 19 -1/8' 62.0 62.0 26 -1/2' 28' 62.0 62.0 37' (4) • 62.0 62.0 53-1/8 62.0 62-0 19 -1/8' 62.0 62.0 28 -1/2' 38 -3/8' 62.0 62.0 37' (4) 62.0 62.0 53 -1/8 62.0 62.0 19 -1/8' 62.0 62.0 26 -1/2' 50 -5/8' 62.0 62.0 37' (6) 62.0 62.0 53 -1/8 62.0 62.0 19 -1/8' 62.0 62.0 26 -1/2' 57' 62.0 62.0 37' (7) 62.0 62.0 53 -1/8 62.0 62.0 19 -1/8' 62.0 62.0 26 -1/2' 63' 62.0 62.0 37' (7) 82.0 62.0 53 -1/8 62.0 62.0 19 -1/8' _ 62.0 62.0 26 -1/2' 74-1/4 62.0 62.0 37' (7) 62.0 62.0 ■ AT HEAD /SILL CORNERS 1. 6 1/4' MAX. 1- S ale m 0 u n J J cS z D.L.O. (FIX. LITE) 13 1/2' MAX. O HEAD /SDI 5/16";'. ° INAL S / / 13 1/2' MAX. HEAD /SILL 47 1/8' 1 1 14' 14 SEE C NO. 0 PER 6).' MAX. TYP. - 1 5% 47 7/8' D.L.6 (VENT) 50 1/4' VENT WIDTH 53Y4' MAX. WINDOW WIDTH TYPICAL ELEVATION 1 taiLD UNIT 1/8' ANN. GLASS .090 INTERIAYER SAFLDC WEI LAMINATED BY 'SOLUIIA' 1/8' ANN. GLASS SILICONE DOW CORNING 1199 = 6' MAX. P. 11) u 26)5i' 5y' 1RT FOR ANCHORS IB 5/16' OVERALL LAM. ANN. GLASS 5/16' OVERALL LAM. ANN. GLASS LAMINATED BY 'GUARDIAN l l A7ING OPTIONS LAMINATED BY 'TEMPG4SS 6' 43' IS� 6V4' ANCHOR SPACING AT NOTE ANCHOR SPACING MAY 5056' 1 TYPICAL ANCHORS; #10 SUS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD 3/16" TAPCONS (BY ELCO) OR EQUN. CONC. ANCHOR HOLDING CURRENT NO OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD 1/8" ANN. GLASS .090 INTERIATER BUTACRE PVB MFG. BY 'DUPONT' 1/8' ANN. GLASS SILICONE DOW CORNING 1199 l09' Sy' 54' 8y' 8)(3' 6y' 3/16' TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANTS: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. JAMBS FOR VARIOUS HEIGHTS BE ROUNDED TO THE NEAREST FULL INCH 6' 0 36 1 0 5Y 5y' 119(6 6Y4' ■ NUMBER IN PARENTHESIS INDICATES 0 OF ANCHORS PER JAMB. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE FLORIDA BUILDING CODE 2001 EDITION. ALSO FOR WIND LOADS AS PER ASCE 7 -98 USING CORRESPONDING LOADS. X. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Apprared as ampp4ng WM @a NOA9 dull l•I1d. Miami Dad: • .. . , .. 104214O MAN( 6 C 4 8' 1 rL R T'EOOY6a: U (n CC O O In O W z w a In cc In LLI U O_ LLI (n C0 c) U 0 0 2 N Z 0 1- } w Ib Z IY U _ REVISIONS 1 O 3 C RG: U)99 -62 WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ITEM NO. 2 3 4 5 6 7 8 9 1 0 11 12 13 14 15 16 17 18 19 20 21 PART NUMBER 050 -00 -572 050-00 -308 050 -00 -586 051 -00 -571 051-00 -548 050 -00 -570 051 -00 -573 050 - 00-569 012 -00 -835 012 -00 -835 046-00 -098 046 -16 -102 007 -10 -016 046 -16-030 050 -00 -718 046 -00 -010 047 -00 -015 012 -00 -130 QUANTITY 2 1 1 2 1 4/ LITE AS REQD. AS READ. AS REQD. 12 AS REQD. 2 2 1 AS REQD. AS REOD. 4 DESCRIPTION FRAME HEAD FRAME SILL FRAME JAMB VENT TOP VENT BOTTOM VENT SIDE FIXED MEETING RAIL GLASS STOP FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW W STRIPPING (FABRIC COATED FOAM) SETTING BLOCK .10' X .30' X 1 -5/8' LONG GLAZING COMPOUND SWEEP LOCK (AT 6-3/4' FROM ENDS) BLOCK AND TACKLE BALANCE SNAP LATCH 3' LONG W/ SPRING BULB VINYL FIN SEAL PILE MTG. RAIL ASSEMBLY SCREW MATERIAL 6063 —T8 6063 —T6 6063 —T5 6063 —T8 6063 -15 6063 —T6 6063 —T6 6063 —T6 SIUCONE ZINC CAST 6063 —T5 MANP. /SUPPLEER/REMAB88 r8 X 1' PHPH SMS /8 X 1' PHPH SMS SCHLEGEL Q—LON .375 X .190 5 FROM ENDS & AT MIDSPAN DOW 1199 MARBOLLO INT. WINDOW COMPONENTS (5/8' BOX) AT MID WIDTH W180RG AMESBURY 1805150 OR EQUIV. p10 X 1' PHPH SMS 18Y OR 28Y WOOD BUCK 1 0 AL. OPG DL. OPG. i z , c 11,...ii...,,,,,, 0 r L_ VENT WIDTH WINDOW VIDTH EXTERIOR TYPICAL ANCHORS_ SEE ELEV. FOR SPACING 114. MAX SHIM @ JAMBS APPnwed as complying v86 the PloNda balding D ata •; '% .T.:c NOM �i�I(/�•a j.: Miamt �... Pandad • • t ry !RAMC L MINA=0, pt ti M1I0044A4s 0) LLJ � >z � (/) o 1n U c c V)O LJ 0 a. z cr f�- N — Imo^ ° IONe - • SHEET: 2 OF 3 CMG: 11199 -62 2458 -4I FRAME HEAD MEETING RAIL .062 TYP. X62 TYP. 2.062 BOTTOM VENT TOP RAIL 2623 X462 TYP. BOTTOM VENT BOTTOM RAIL 1.405 1.5139 LATCH .688 125 GLASS' 462 TYP. .750 L SASH SIDE RAIL .078 1 2.797 FRAME SILL FRAME TOP CORNFR FRAME BOTTOM CORNER 1 VENT TOP CORNER VENT BOTTOM CORNER Ap Ap� Approved as complying with the Dsle i%r NO Muni Dade product t. 41.4.94.04411.94 4 - 2063 r • ... , 44ri1rlY SWEET: 3 OF 3 DRCs: W99 -62 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: MIS` MI -DATE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions,' prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 1 STEP 4 STFP 5 STEP 2.000 --1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL r GLAZING PRODUCT 1 X2X 1 /8" AWN 1118E 2.000 —.4 3.000-- MULLIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 3 X 1/18 X 1/8" ALUM TUBE 1 X 4 X 1/16 X 5/32" r ALUM TUBE 4.000 1.000 Env OR. HUMAYOU FAR000 FLA. PE # 16337 DEC 1 2 7001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MUI UON PROPERTIES ONLY NOTES 1. AU. GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063 -TS. PRODUCT RENEWED AOWTANC6No D / -IZ M. EXPIRATION DA vary 2 2.007 B PRODUCT CONTROL DIVISION BUILDING CODE COAL PMMANCE (1F1ICF. 2 a 0 O m F" v " o O cn 0 E v W z "1 m3Q . o O , e & H o„ I a U na TI 00 ® ! 6 ! b drawing no. 1M95 -08A sheet 1 of 3 I09 J m 3m 15 51 ■1111■ ■ •\ • 1.1: ■MIL ►�dii011�1■� ■1\ H - ►\111/■■ V 20 30 48 • 52 62 70 ea TRIBUTARY WIOTM - INCHCO 1'.2'.1/0 4LWI Tlalt I01. OtR ■ \I�ID ■".Rf =PAN 1 ANCHORS TYPE A.B. OR C 1. ANCHORS _ TYPE A.B. OR C GLAZING PRODUCT MULLION LDAD CHART MULUON SPAN GLAZING PRODUCT PRODUCY 3 1 TRIBUTARY WIDTH = Wt + W2 1 2 [HORIZONTAL MULLION , J bJ°. P . MULLION L0A0 CHART 111■■ ■11■■■■ 11,■ ■■11 ■Ili -. : "111111,1H„ WIMMILIMMEMI ►n11■■IIIM■■■■•■ lw1■ ■■&s ■■■■■ LINUNIMEMINEMIUMI VIIMMINUNIONIM ■'■8\ ■ ■ ■O■ ■1\1V ■■ ■■■ ■■ ■u■.nim■ ■ ■■p ■1■11■■►E1 d. •■■•Ma■ Ofiiirli■■I�+M ■ \_ 8 78 55 e n 22 TYPICAL MULLION ARRANGEMENTS .Y .CUE. TIt1c b STEM 30 A0 8 LB 70 OH TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 0' ANCHORS TYPE A LIC CT -4,0 30 40 00 62 70 B0 TRIBUTARY WIDTH - INCHES ION LOAD CHART \� \�■1 1 .1` A.. "vac p, NMI OIMIMIL= ■IRIN ■■■d ME 1111111110111111111111111.111111 1111111111111111111MINIMBEill IMMIEN■►V■■■WI IIII \■Ia ■■■ ■■1■ dVl•111161 .i ll 111M11 \■■11■►\ ■■■■■ IO�l11 MILI■E■■■ MEI =NW 111111211110111111M111 UMW \■■►MIIIMMEIN► ■■\1M■ ■\MII.M■■ EMIR IMMIIIMIIIIBM1 m ■ ONi ■■ NNE ON MN 11■=► \ \■ \• 58 30 A0 GB 60 70 OH TR A RY WIDTH - INCHES FOR ANCHORS DESCRIPTION SFF SHEET 3 OF 3, MULLION LOAD CHART 2'+4•.1/0' ALUM TUBE I SO-Sp mom. PSI, Era ja 11 ■\\■ ■Vl■ilftwN■■ ■\11111\ ■•■■1■1< ■1M • ■111iid\ ■M1111\ \■1•\ It ■ \V ■ ■dV ■►V■ \'!■MIIRMO■■EI11 • R.U■11■k URa\■ ■\ Jm 1151Vd71113011B311■■ _ ■��►ii __7■ Nn ►VM®\p■■IES 1111■NIaU■►•■■■■ ■■ ■111■►111• �■■ 1♦.1111 ■011∎■ 111MN ■■■ IP IR ANCHOR LOAD CHART 20 30 40 60 60 72 80 TRIBUTARY WIDTH - INCHES II I 1 ANCHORS TYPE 8 RICE -0 SP cr 20 30 40 50 60 70 60 TRIBUTARY WIDTH - INCHES Engo DR. NUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 DEC 1 2 2001 m N O m. La T9 5m MULLION L040 CHART 2'.4'.1/0' ALUM TLBE m ■■1� ■V■11111■d'1•■■ lWUL1 ■,■&WPP PM■ 1\lu1■1IIII ■■►r■■ UMMV■W ■■IIIIM■ 1 \ \1dVV \■■ \ \■ \1 ■ ■\f■ ►VMI■■►■ x•11 ■ \11IMPO1M■ ■IN ■■IM11 ddddddd a■m ■■■wNIElioN■■.■■ ■•■11uMEN■■11• ■■ ■■WN■\\■LV\■ MD PRIM On 20 30 40 60 60 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 80 ANCHORS TYPE C 1 BY 20 30 40 60 60 TRIBUTARY WIDTH - PRODUCT RENEWED AOCBPTANCEN& OH 218.01 E7GiOAT WIN 1L1TE BUILMNO000200)0 1 NA oEFRB 70 .. INCHES 80 3 1 N ; , Z 0 7 3 W LD H 55 0 ' ! R J M95-08A1 drawing no. reheat 2 of 3 ) MUWON 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE 9 14 S.N.S. 2/ ANGLE —MUWON MUWON 2 X 2 X 1 /8' ALUM ANGLE 2 -5/8 LONG PRECAST CONC. SILL MAX. ANCHORS TYPE 'A' 4 L e 14 S.M.S. 1 —I/2' MIN. EMBED INTO W000 1/ ANGLE 9 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/18 DIA. TAPCON 1 I/2• MIN. EMBED 1/ ANGLE 2 X 2 X 1/8 ALUM ANGLE A 14 5.54.5. 2/ ANGLE L NULUON MULLION 2 X 2 X 1/8' ALUM ANGLE 2 -5/8 LONG .718 - - t —.125 TYP. 1425 1.141 � F•-- -3 5*— 4 MULLION CUP (ALT. TO ANGLES) THIS CUP TO FLOAT NO SIDE FASTENERS I RECD.) ULLpN ANCHORS TYPE 'B' / 14 S.M.S. 1 -1/2 NON. EMBED INTO W000 2/ ANGLE Env OR. NUMAYOUN FAROOO STRUCTURES FLA. PE 9 16557 DEC 1 2 7n(Y7 MUWON ANCHORS TYPE 'C' 2 X 2 X 1 /8' ALUM ANGLE B 3/ NMGLE] - - - -c-=_ . - - -. 1 — MULLION 2X 2X 1/8' ALUM ANGLE 3 -5/8' LONG 1.500 PRODUCT RENEWED ACCEPTANCE14 O(—(74 g" EXPIRATION DA • C Q 77 ByA 1 PfhODUCrCONTI= DIVISION 'BUDDING CODS COMPLIANCE OFFICE NOTCH 5400D BUCK TO ACCOMODATE C.1P ANGLE TO MASONRY 1/4' • TAPCON 1 -1/4 MIN. EMBED 2/ ANGLE • CONCRETE OR CONC. FILLED BLOCKS NNW 1\I',111111:1\i! WOOD BUCKS NOT BY TRACO SECURITY I MUST SUSTAIN LOADS IMPOSED. 0 gl JI P drawing no. 1 M95-408A not. (sheet 3 or 3 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Jeld- Wen ®" 6'8" W/E Outswing Opaque Insulated Steel Door w /wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S -2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6 -8 Unit ", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11/01 with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 1218.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. NOA No 02- 1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE POSITIVE NEGATIVE SINGLE W /WO SIDELITES +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 psf -70.0 psf DOUBLE W /WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf TABLE OF CONTENTS SHEET /J DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAIL 7 UNIT COMPONENTS JELD -WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W /AND W/OUT SIDELITES GENERAL NOTE$ 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES ". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEu REOUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIOEUTES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL 0001 (Common to all frome conditions) Door Leaf Construction: face sheets 24 go. (0.020) minimum thickness, Galvanized steel A -525 commercial quolity - AKDO per ASTM 620 with yield strength Fy(ove.)= 23,675 psi. _Core design• Expanded polystyrene with 1.0 to 1.25 lbs. density, by Jeld -Wen, Inc. Panel Construction: The octive and inactive panels ore constructed from 24 ga. (0.020' min.) galvanized steel. The face sheet top and bottoms are bent 90' over the top and bottom roils. The top roil consists of LVL measuring 1.57" x 1.042" The bottom roil is roll formed 0.021" golvonized steel measuring 1.67" x 1.21" with o 1.645' x 3.0" x 0.831" piece of pressed fiber board of each corner ottoched w /0.5" x 2.0 wire staples. The sides of the face sheet ore roll formed into the LVL latch stile and pine hinge stile measuring 1.67' x 1.0 The interior cavity is filled with polystyrene. The face sheets ore glued to the polystyrene. Sash Construction The sosh is constructed from 24GA (0.020" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sashes are routed to receive the OOL (HP Polypropylene - Thermofil- P6- 30FM0397) & Trinity lite frames. The units are glazed with 0.125" tempered gloss. The lite frames ore wet glozed on the exterior. Frome Construction The frames ore constructed from Pine jambs measuring 4.563' x 7.25 ". The head jambs are mortised and butt joined to the side jambs and ottoched with (3) 16 go. 2' x 7/16" crown wire stoples. The units use o bump foce threshold measuring 4.041' x 1.0 ". The threshold is ottoched to the frame with (3) 16GA. 2" x 7/16' crown wire stoples. 74.5" OVERALL MAX. FRAME WIDTH - 36.625 " MAX. .36" MAX. PANEL WIDTH t PANEL WIDTH W /ASTRAGAL I 9 C O LEG El IQ El IN -ACTIVE ACTIVE 011111N DOUBLE OUTSWING UNIT 37.5" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH - 1 Ell Ell Ca O SINGLE OUTSWING UNIT 14" MAX. PANEL WIDTH CL 6" MAX. 0 0.1.0. 0 0 74" MAX. PANEL WIDTH Y 4 IN -ACTIVE 70" OVERALL MAX. FRAME WIDTH 36" MAX. it PANEL WIDTH - 0 •'7 9 C .r 7 ALL UNITS ARE VIEWED FROM INTERIOR 107" OVERALL. MAX. FRAME WIDTH 36.625" MAX. (� PANEL WIDTH 36" MAX. W /ASTRAGAL PANEL WIDTH 101 1E3 El ACTIVE r7 •7 v 1 AKA 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX. 0.1.0. SINCLF W /SIDELITE5 OUTSWING UNIT 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH 6" MAX. D.L.O. U W Q a 0 0 0 ro DOUBLE W /SIDELITES OUTSWING UNIT O . Z rn rn } ct IL) z N _ = 2 CO = O '- O NI' cv C U a PRODUCT REV(SEto Rt sCode d/bfd' AeapMss NIo 0 2 - 1211.18 ErpirA D eo arc-erar By Mks Dh ... m W art C 0 r= it w o N N css RT z 0 U h O 0 O m 0 0 z ut z 0 w BU40ING CONSULTANTS. INC 813.659.9197 GATE: 09/11/07 SCALE: N. T.S. DWG. BY: TJH YAK By RW DRAWING HO.: S -2104 SHEET 1 Or 7 ITEM DESCRIPTION MATERIAL. 1 DOOR PANEL FACE SHEET 24GA. (.021 MIN.) STEEL 2 HEAD JAM9 (I I /4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) PINE 3 HINGE JAMB (1 1/4" x 4 9/16 PONDEROSA FINGER JOINTED PI&) PINE 4 SIDELITE BLANK JAMB (1 1/4 x 4 9/16 PONDEROSA FINGER JOINTED PINE, PINE 5 4" x 4" BUTT HINGE 12go.(.097" HAGER) STEEL 6 #10 X 1" PFH WOOD SCREW (HINGE TO DOOR) STEEL 7 ILVL LATCH SIDE STILE (1.67 X 1.0") - 8 1/4" x 2 1/2" TAPCON STEEL 9 00/59016 BUMPER THRESHOLD (.050" EXTRUDED ALUM. BY P67160) ALUM. FOAM 10 COMPRESSION WEATHERSTRIPISCHLEGEL 0-LON 00S 650) 11 TOP RAIL (1.67" x 1.0") WOOD 12 BOTTOM RAIL (1.73" x 1.21" x 0.021" THK. MIN. 24GA.) STEEL 13 DOOR HINGE STILE (1.67" x 1.0 ") WOOD 14 /)10 x 1 3/4" PFH WOOD SCREW STEEL 15 WOOD LOCK BLOCK (1.71" x 4.0" x 11.875 ") WOOD 16 1/4" x 2 1/4" TAPCON STEEL 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. DENSITY) BY JELD -WEN FOAM 18 OPTIONAL EXTRUDED ALUM. ASTRAGAL LO50" WALL IMPERIAL) ALUM. 19 2x WOOD SUB BUCK WOOD 20 SHIM MATERIAL (.25" MAX. THK.) - 21 KWIKSET TITAN 700 SERIES KNOB - 22 KWIKSET TITAN 700 SERIES DEADBOLT - 23 BRAD TRIM NAIL 3/4" L. STEEL 24 18 x 2" PFH WOOD SCREW STEEL 25 /8 x 2 1/2" PFH WOOD SCREW STEEL 26 ASTRAGAL EXTRUDED ALUM. (WR68J N'AVIl44J/BEW d) ALUM. 27 YALE KNOB HERITAGE SERIES - 28 YALE DEADBOLT HERITAGE SERIES - 29 SILICONE CAULK (CR LAWRENCE 33C) SILICONE 2 30 GLAZING COMPOUND (DSO BY 00L) SILICONE ° o 31 /8 r 1" PFH WOOD SCREW (WR6BJ ASTRAGAL TO DOOR) STEEL 32 3 8" x 3/8" 1/4" ROUND SIDELITE STOP WOOD 33 98 x 1 1/2" TEK SCREW (LITE FRAME) STEEL 34 SCHLAGE KNOB SET /F51 - 35 SCHLAGE DEADBOLT 16360 36 STEEL SIDELITE PANEL 24GA. (.021" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS 38 LITE FRAME (001 HP POLYPROP. THERMOFIL- P6- 30FM0391) POLYPROP. 39 LATCH JAMB (I I/4 x 4 9/16 PONDEROSA FINGER JOINTED PINE PINE 40 #10 x 2" PFH WOOD SCREW STEEL 41 PO x 1' PFH WOOD SCREW (IMPERIAL ASTRAGAL 10 DOOR) STEEL 42 .3/4" THK. x 4 916" DEEP PRESSURE TREATED REINFORCEMENT WOOD 43 I/4 x 1 3/8 W000 MULLION CAP WOOD 44 I6GA BRAD TRIM NAIL 1" L. STEEL 45 GLAZING COMPOUND DOW 1199 SILICONE SILICONE 46 LITE FRAME BY TRINITY FOR 1/2" GLASS POLYPROP. 47 1/2" INSULTED TEMP. GLASS BY TRINITY / AMPAC - 48 LITE FRAME BY TRINITY FOR 1" GLASS POLYPROP. 49 1" INSULATED TEMP. GLASS BY TRINITY /AMPAC - 50 LITE FRAME SCREW 16 X 1 1/2" PANHEAO STEEL 6 W 1.75" MIN. PANEL THK. DOOR PANEL VERTICAL CROSS - SECTION SEE NOTE 7 SHT. 4 INTERIOR SEE NOTE 4 SHT. 4 SEE NOTE 3 51-17. 4 EXTERIOR .125" MIN. GLASS THK. 1.75" MIN. PANEL THK. CD VERTICAL CROSS-5.0110N SIDELITE SASH N PRODUCT REVISED m complying mkt toe Flotitlx BalRog Cook No 10. 18 F 1: .. Dote. aim' r- M 4 1. : �! uct Coetrot F_ CE O CM Z rn rn Q� Z IO co 20 0 ^ CO 0 CL eU1Lomc CONSULTANTS. MC 813.659.9197 POE: 09/11/01 scar.: N. T.S. owc. a.: TJH Ctoc. 81. RW DRAWING NO.: S -2104 SHEET 2 or 7 ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0" L. x .312" DIA. 0 TOP & (2) 8.0' L. x .312" DIA. 0 BOTTOM A BP INACTIVE FXTFRIOR ®m® 9 0 0 0 m Ik o NM • SEE NOTE 5 SHT. 4 1.15" MIN. EMS. SEE NOTE 1 SHT. 4 0 HORITONTAL CROSS SECTION AT ASTRAGAL W/ITEM #'26 WINDJAMBER W 68J SEE DESIGN PRESSURE RATING CHART SHEET 1 INTERIOR .15" MIN. C -SINK .25" MAX. SHIM THK. 3 HORIZONTAL CROSS SECTION 3/ LATCH JAMB TO BUCK ACTIVE 0 ®0® 0 • PRODUCT REVISED so complying DialdLg nit. h t Florida Acceptance No 6 Expir •Dater /�)(1 BY /. • -mo Mks= tad Control LNat ,� O . O N ton N 0 O O a p W J co O N O Cc Cr Cc a 22 z DOE: 09/1 1/0 1 SCALE: N.T.S. Dwc. Br: TJH ow . Br RW ORA.INC NO.: S -2104 5 co 3 OF 7 tn O INACTIVE z x W • Q .- tl EXTERIOR INTERIOR 0 3 2 HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK .15" MIN. C -SINK ASTRAGAL RETAINER BOLTS (2) TOTAL. (1) 9.0" L. x .312' DIA. 0 TOP & (1) 9.0" L. x .312" DIA. 0 BOTTOM W SEE NOTE ® 2 SH 4 m r „ AI ili .4 11U1 a) OPTIONAL ASTRAGAL 0 HORIZONTAL CROSS SECTION AT ASTRAGAL W /ITEM #18 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING CHART SHEET 1 .25" MAX. SHIM THK. ALUM. RETAINING SLIDE (3) 1.0" x 4.5" x 0.565" SEE NOTE 8 SHT. 4 .15" MIN. • EMB. ACTIVE BUILDING CONSULTANTS. INC 813.659.9197 ® 0 Q e a i O SEE NOTE 5 SHT. 4 SEE NOTE 3 SHT. 4 SEE NOTE SEE NOTE 4 SHT. 4 7 SHT. 4 SEE NOTE 9 SHT. 4 SEE NOTE 6 SHT. 4 0 4 1 HORIZONTAL CROSS SECTION AT SIDEI ITE TO LATCH JAMB. TYP. NOTES: 1. SPACING FOR # r 1" PFH SCREW ATTACHING THE WINDJAMBER INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0 ". 3.0" & 5.0 ". 3.0 ", 5.0 ". 20.0' & 38.75 ". 2. SPACING FOR ITEM 41 510 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR I5 AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0', 2.5 ". 4.0 ", 5.5 ", 13.0', 18.0" & 26.0 ". (14 PFH SCREWS TOTAL) 3. SPACING FOR x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0 ". 13.0 ", 26.0 ", 39.0 ", 52.0' & 63.0 ". 4. SPACING FOR BRAD TRIM NAIL 3/4" L. ATTACHING THE OUARTER ROUND TO THE SIDELITE I5 AS FOLLOWS: TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE /J8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE Q8 x 2." PFH W000 SCREW. 6. SPACING FOR #'8 x 2.5" PFH W000 SCREW ATTACHING THE MULLIONS TOGETHER I5 AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EOUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 3/8" x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4" L. 8. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 3/4" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 144 A - 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 10. SPACING FOR ITEM #50 THE //6 X 1 1/2" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME 1S AS FOLLOWS: FROM THE TOP OOwN ON THE SIDES (5) AT 3.25 ". 18.0625 ". 32.8125 ". 47.5625" & 62.625 ". THE TOP & BOTTOM (1) SCREW AT 4.4375". ASTRAGAL TO THE FROM THE BOTTOM UP; 1.0 ", EXTERIOR 2 HORIZONTAL CROSS SECTION W 4 AT SIDEI ITE TO HINGE JAMB. TYP, SEE NOTE 7 SHT. 4 1.15" MIN. EMB. 11/ ►// /I � 11i1�1 ,I _All I SEE NOTE A ' 7..., 6 SHT. 4 .15" MIN. I COUNTERSINK 2Y , ni b • .25" MAX. SHIM THK. N • SEE NOTE 9 SHT. 4 SEE NOTE 8 SHT. 4 SEE NOTE SEE NOTE 3 SHT. 4 4 SHT. 4 SEE NOTE 3 SHT. 4 O. Y x ftn N 0 EXTERIOR INTERIOR SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT. 4 O3 HORIZONTAL CROSS SECTION 4 AT SIDELITE TO BUCK. TYP PRODUCT REVISED as emptying via Us Flm+az Badnes Cede dandeasee No 11.1 Expi nt .. 8n4e + Il6 4 ? By oct Costna Jl, 801,0440 CONSULTANTS, ,NC 813.659.9197 ATE 09/11/01 SCALE: N.T.S. ornC. By: TJH CMK. sr: RW ORAMING NO.: S -2104 SHEET 4 or 7 DOUBLE DOOR ANCHORING LOCATIONS DFTAIL C HINGE TO JAMBS & DOOR SEE NOTE 5 SHT. 4 I'I 0 O SEE HOTS S SHT. 4 co DETAIL F HEADER WINDJAMBER ASTRAGAL OPTIONAL, M ERIADDEL RETAINER BOLAS HEADER RETAINER BOLT HEADER STRIKE PLATE STRIKE PLATE SEE DETAIL - F - r SHEET 5 • p SEE DETAIL 1 C SHEET 5 DE7AII J STRIKE PLATES TO JAMBS SEE NOTE 5 SHT. 4 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL L OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL ASTRAGAL SEE DETAIL J SHT 5 b • IV' • 3" SINGI F DOOR W /510ELI7ES ANCHORING LOCATIONS ASTRAGAL RETAINER BOLT HOLES MUST BE DRILLED THROUGH THE THRESHOLD dt INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW DETAIL K SILI WINDJAMBER ASTRAGAL RETAINER BOLT HOLES SEE DETAIL C SHEET 5 OPTIONAI DETAIL K SILL IMPERIAL ASTRAGAL RETAINER BOLT THRESHOLD STRIKE PLATE PRODUCT REVISED maapty gwBb the MAU D ild Cade 8 Accepaccc No - E pirattO Dot: : a B MhmI n N X 0 0 z c Z O• U Q I 5- 0 00 O Z z O K wm 09/17/01 scut.. N. T.S. owc. Br: TJH cute. BY: RW Dowmwc NO.: S - 2104 5MEEr 5 or 7 A -`{ 3" 6" 3. I I 0 I I 3 "© 3'-I I vi I 6 E S HT. T 4 1 In O I n n 16 TYP. n 'I' f AIL I I ® TYP. 1 I'I' 3. u I SEE DETAIL II H SHEET 5 SEE NOTE (I; 6SHT.4 SEE DETAIL ll K SHT. 5 1 I I . 1 ■ "36" 3 Jj 3 �• �� 33" 6 " I�I tt a 3" DOUBI F DOOR W /SIDELITFS ANCHORING LOCATIONS EXTERIOR co e • 11 1 Vgo4 ®' 0.5" GLASS BITE GI AMC OETAII 7 ' INSULATED TEMP R D G ASS TRINITY LITE FRAME SEE NOTE 10 SHT. 4 SEE DETAIL "F" SHEET 5 1/8" TEMPERED GLASS 3" AIR SPACE 1/8" TEMPERED GLASS INTERIOR 3" 3" SEE DETAIL G SHEET 5 1 ▪ c o 0. 5" GLASS BITE SEE NOTE 10 SHT. 4 GLAZING DFTAR L /T" INSULATED TEMPERED GLASS TRINTY LITE FRAME EXTERIOR i � INTERIOR 1/8" TEMPERED GLASS 1/4" AIR SPACE 1/8" TEMPERED GLASS 6 " SEE DETAIL J SHT. 5 In Ui r TTP. TIP. TYP. 0 ® - 1 �1 ra). 1 EXTERIOR SINGLE DOOR ANCHORING LOCATIONS SEE DETAIL G SHEET 5 GI A OFTAII 1/R TEMPERFfI GI ASS ODL LITE FRAME [CMSS 1/8" TEMPERED 2 Y SEE NOTE '- 3 SHT. 4 N INTERIOR 0.5" GLASS • 0 BITE ,ODUCf REVISED elaP 1 3 42 a wtaaie Pbc189 nabitagogl p • 121d1 � PaRtAwe Esp rz IN U 0 0. W O N 0 N 0 TO 0 CV 0, O (0 W d n m 0 O 0 Z T. y'BUILDING CONSULTANTS. INC 813.659.9197 DATE: 09/11/01 SCALE. N. T.S. DWC. 40. TJH (HR. BY: RW DRAWING 140.: S - 2104 SHEET 6 OF 7 r WOOD FRAME 4.5625" OUTSWING BUMPFACF THRFSHOI D LOW PROFILE .050" EXTRUDED ALUMINUM DRILL TRU FOR A 18 PFH WOOD SCREW 2PLCS 3.0" N DRILL TRU FOR .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBFR 11 WR68J STRIKF PI ATE STEEL PLATE n 43 1.67" 0 I VL IATCH STILE —II-- .125" 11 2.4375" 38 LITE FRAMF ODL HP POLYPROPYLENE (THERMOFIL- P6- 30FM0391) I-- 1.75" —1 2.521" TRINITY LITE FRAME LUPOY ELI-5007 1/2" CLASS FRAME 2.375" .912" OPTIONAL IMPERIAL ASTRAGAL EXTRUDFD ALUMINUM . 075" WALL ASTRAGAL HAS (1) 9.0" L. x .312" DIA. BOLT ® TOP & (1) 9.0" L. x .312" DIA. BOLT ® BOTTOM 0 o co 1.67" 1 it — DOOR TOP & HINGF STII F t2 1_1.73" 13 . :9,, , p 0 .140» COMPRESSION WEATHERSRTIP 5CHLEGEL 0 -1ON ODS 650 1- 1.75 " —I I F 2.521" TRINITY I ITE FRAMF LUPOY ELI -5007 1" GLASS FRAME 11 0 0 0 0 I —II---.097 " 5 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER DOOR STEEL EDGE CAP. BOTTOM .021" ROLL FORMED STEEL - j 1.0 "F-- .25 "1 17 1.767" —{ 26 ASTRAGAL IY/NO14449ER /7 (WR68J T -6063 EXTRUDFD ALUMINUM r * ASTRAGAL HAS if (2) 8 .0" L. x .312" DIA. cy BOLTS ® BOTTOM & I (2) 8 .0" L. x .312" DIA BOLTS ® TOP 11.875" WOOD LOCK BLOCK. 1.71" THK. 15 rRUDUL r K .V1SW r eeepyri • W tie il.Ikt! Babb% Cede Ateeteseae D ca - I le tsples €1y�� 00 3j z W a � 0843 5- '1 p m 0 3 W " ¢ 0L Q 0. 0. ▪ O o CA ▪ cc ce CC CC 0 rse N In o^ o 00 " N Y z 0 v_t J V eULWNG CONSULTANTS. INC 813.659.9197 DM: 09/7 7/0 SCALE: N.T.S. BY TJH CNK Err: RW ORAWWG NO.: S -2104 sNCEr 7 or 7 NOTICE OF COMMENCEMENT Notice of Commencement must be flied If the job valuation of $ 2,500.00 and/or more in labor and material. Please file at 22 NW 1st Street, 1st Floor, Miami, Florida (305) 275 -1155 Permit Number: Tax Folio Number: / 1 - 3, - 005 =0/c6 State of Florida County of Dade The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following Information is provided in this Notice of Commencement. Legal description of props and street address: 70 jJr 9 a sr o1beai 414TE PP K 1QttN Pa (p- 136 Lr 34 E`A LT 4 (3Lt a- 0,1.641 CL r 2-4)00e. d' .rit-t1AQ I,0f cLtl. - tlS -jOo co0E Description of Improvement: Owner(s) name and address: I n a Po r it e 1 Interest in property: V r Name and address of fee simple titleholder: Contractor's name and address: Mt_ Ho ev∎ e Amount of Bond: $ Lender's name and address: N/A Expiration date different dat N J Surety: (Payment bond required by owner from contractor If any) Name and address: N/A Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute: Name and address: N lA In addition to himself/herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Flor a Statute: Name and address: �1� ommencement: (the expirations date is one (1) year from the date of recording unless a (Signature of Owner) Print Owner's Nam - : TM. S :PAM?, , r o{Nlll ui D EU� E B ared by: Sworn to and subscribed before me this % �� ...... . A, � � Q de dl day ._ •• roN- � . of - pp cf 1�eJl� , 2004. J ° " 7, 2 •� , • $ X rsonaily Known, or _ Produced Identification : (114 � D� g tary's Name: Oath taken Oath n #003288 gision Expires: X • � %ll 111 {��� �� 111 11 11 111 11 11 111 11 11 111 11 111 11 11 111 11 11 111 11 CFN 200 80023820 OR Bk 22982 Ps 0584; (fps) RECORDED 01/07/2005 14:03:01 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 810 NE C1 S4-f r sk.re S i= I 33 13S 41-150 lv. 5 +. La 1 L��o.,�+ creek FI 330co a b ea lDe. 2 eurza